Bid Tabulations
Letting of
02/10/2010
LA DOTD Headquarters
| Lead Project: 713-07-0103 | |
| Parish: Bienville | |
| Routes: | |
| Description: PINE GROVE ROAD BRIDGE | |
| Type Const: GRADING, DRAINAGE STRUCTURE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $527,287.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | Louisiana Bridge, Inc. | $399,580.40 |
| 2 | 18546 | C W & W Contractors, Inc. | $427,763.50 |
| 3 | 49239 | W L Bass Construction Inc. | $468,530.50 |
| 4 | 34567 | James Construction Group LLC | $506,422.60 |
| 5 | 39580 | Gerace Construction Llc | $541,791.00 |
| 6 | 09090 | Guinn Brothers, LLC. | $768,002.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Louisiana Bridge, Inc. |
- 2 - C W & W Contractors, Inc. |
- 3 - W L Bass Construction Inc. |
- 4 - James Construction Group LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 250.00 | 250.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 15+00;20' X 66.12' TIMBER BRIDGE) | 1 | EACH | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 | 4,000.00 | 4,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 30,250.00 | 30,250.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 1.00 | 12.00 | 10.00 | 120.00 | 0.00 | 0.00 | 25.00 | 300.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 1.00 | 160.00 | 15.00 | 2,400.00 | 0.00 | 0.00 | 15.00 | 2,400.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 1 | EACH | 1.00 | 1.00 | 160.00 | 160.00 | 0.00 | 0.00 | 300.00 | 300.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 810 | LNFT | 3.00 | 2,430.00 | 3.00 | 2,430.00 | 0.00 | 0.00 | 3.50 | 2,835.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 167.8 | CUYD | 100.00 | 16,780.00 | 100.00 | 16,780.00 | 70.00 | 11,746.00 | 185.00 | 31,043.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2 | CUYD | 120.00 | 240.00 | 100.00 | 200.00 | 90.00 | 180.00 | 350.00 | 700.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 130.7 | TON | 264.00 | 34,504.80 | 225.00 | 29,407.50 | 280.00 | 36,596.00 | 238.00 | 31,106.60 |
| 0012 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 64 | LNFT | 93.15 | 5,961.60 | 120.00 | 7,680.00 | 75.00 | 4,800.00 | 125.00 | 8,000.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 69.00 | 6,900.00 | 80.00 | 8,000.00 | 62.00 | 6,200.00 | 60.00 | 6,000.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 43.50 | 4,350.00 | 40.00 | 4,000.00 | 30.00 | 3,000.00 | 38.00 | 3,800.00 |
| 0015 | 712-04-00100 | Flexible Revetment | 497 | SQYD | 70.00 | 34,790.00 | 85.00 | 42,245.00 | 50.00 | 24,850.00 | 70.00 | 34,790.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,500.00 | 4,500.00 | 17,500.00 | 17,500.00 | 4,000.00 | 4,000.00 | 7,000.00 | 7,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 1,150.00 | 690.00 | 3,500.00 | 2,100.00 | 1,000.00 | 600.00 | 1,650.00 | 990.00 |
| 0018 | 717-01-00100 | Seeding | 14 | LB | 12.00 | 168.00 | 50.00 | 700.00 | 5.00 | 70.00 | 20.00 | 280.00 |
| 0019 | 718-01-00100 | Fertilizer | 300 | LB | 2.00 | 600.00 | 2.00 | 600.00 | 1.00 | 300.00 | 2.00 | 600.00 |
| 0020 | 726-01-00100 | Bedding Material | 8.1 | CUYD | 100.00 | 810.00 | 200.00 | 1,620.00 | 85.00 | 688.50 | 80.00 | 648.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 43,000.00 | 43,000.00 | 52,600.00 | 52,600.00 | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 |
| 0022 | 729-16-00200 | Object Marker Assembly (Type 2) | 2 | EACH | 74.00 | 148.00 | 100.00 | 200.00 | 75.00 | 150.00 | 65.00 | 130.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 85.50 | 684.00 | 140.00 | 1,120.00 | 75.00 | 600.00 | 75.00 | 600.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 4,000.00 | 4,000.00 | 12,000.00 | 12,000.00 |
| 0025 | 804-01-00300 | Precast Concrete Piles (16") | 810 | LNFT | 60.00 | 48,600.00 | 90.00 | 72,900.00 | 150.00 | 121,500.00 | 90.00 | 72,900.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 0.00 | 0.00 | 5,000.00 | 5,000.00 |
| 0027 | 805-10-01140 | Bridge Superstructure and Substructure (24' Clear Roadway; 60 Degree Crossing) (Cast-in-Place Bents Only) | 5 | SPAN | 30,000.00 | 150,000.00 | 22,000.00 | 110,000.00 | 31,000.00 | 155,000.00 | 32,000.00 | 160,000.00 |
| CONTRACTOR TOTAL | 399,580.40 | 427,763.50 | 468,530.50 | 506,422.60 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gerace Construction Llc |
- 6 - Guinn Brothers, LLC. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 15+00;20' X 66.12' TIMBER BRIDGE) | 1 | EACH | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 30.00 | 360.00 | 100.00 | 1,200.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 2.00 | 320.00 | 1.00 | 160.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 1 | EACH | 400.00 | 400.00 | 250.00 | 250.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 810 | LNFT | 2.25 | 1,822.50 | 4.00 | 3,240.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 167.8 | CUYD | 125.00 | 20,975.00 | 120.00 | 20,136.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2 | CUYD | 250.00 | 500.00 | 500.00 | 1,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 130.7 | TON | 250.00 | 32,675.00 | 350.00 | 45,745.00 |
| 0012 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 64 | LNFT | 150.00 | 9,600.00 | 250.00 | 16,000.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 75.00 | 7,500.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 40.00 | 4,000.00 | 50.00 | 5,000.00 |
| 0015 | 712-04-00100 | Flexible Revetment | 497 | SQYD | 65.00 | 32,305.00 | 100.00 | 49,700.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 1,800.00 | 1,080.00 | 2,500.00 | 1,500.00 |
| 0018 | 717-01-00100 | Seeding | 14 | LB | 20.00 | 280.00 | 25.00 | 350.00 |
| 0019 | 718-01-00100 | Fertilizer | 300 | LB | 2.00 | 600.00 | 1.00 | 300.00 |
| 0020 | 726-01-00100 | Bedding Material | 8.1 | CUYD | 135.00 | 1,093.50 | 200.00 | 1,620.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 54,000.00 | 54,000.00 | 165,000.00 | 165,000.00 |
| 0022 | 729-16-00200 | Object Marker Assembly (Type 2) | 2 | EACH | 70.00 | 140.00 | 100.00 | 200.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 150.00 | 1,200.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0025 | 804-01-00300 | Precast Concrete Piles (16") | 810 | LNFT | 150.00 | 121,500.00 | 90.00 | 72,900.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 |
| 0027 | 805-10-01140 | Bridge Superstructure and Substructure (24' Clear Roadway; 60 Degree Crossing) (Cast-in-Place Bents Only) | 5 | SPAN | 36,000.00 | 180,000.00 | 50,000.00 | 250,000.00 |
| CONTRACTOR TOTAL | 541,791.00 | 768,002.00 | ||||||